Figures 23 and 24 show that the difference of cumulative energy dissip的简体中文翻译

Figures 23 and 24 show that the dif

Figures 23 and 24 show that the difference of cumulative energy dissipation between the left beam of the cast-in-place joint and the precast prestressed concrete joint was small and that the cumulative energy dissipation of the right beam of the PPCJ1 joint was slightly smaller than the other two joints. The cumulative energy dissipation of the PPCJ2 joint was slightly larger than that of the PPCJ1 joint. The energy dissipation of the right beam of the PPCJ2 joint was significantly larger than that of the PPCJ1 joint and was even larger than the cast-in-place joint. This difference may be due to the inconsistency in the construction. However, the cumulative energy dissipation of each joint was approximately linear. Thus, the energy dissipation capacity of each joint was uniform with the displacement, and the joint energy dissipation was stable.
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结果 (简体中文) 1: [复制]
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图23和图24显示，现浇缝的左侧梁与预制预应力混凝土缝之间的累积能量耗散很小，PPCJ1缝的右侧梁的累积能量耗散小于其他两个关节。PPCJ2接头的累积能量耗散略大于PPCJ1接头的累积能量耗散。PPCJ2接头的右梁的能量耗散明显大于PPCJ1接头的能量耗散，甚至大于现浇接头。这种差异可能是由于结构不一致造成的。但是，每个关节的累积能量耗散大约是线性的。因此，每个关节的能量消散能力与位移一致，并且关节能量消散是稳定的。
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结果 (简体中文) 2:[复制]
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Figures 23 and 24 show that the difference of cumulative energy dissipation between the left beam of the cast-in-place joint and the precast prestressed concrete joint was small and that the cumulative energy dissipation of the right beam of the PPCJ1 joint was slightly smaller than the other two joints. The cumulative energy dissipation of the PPCJ2 joint was slightly larger than that of the PPCJ1 joint. The energy dissipation of the right beam of the PPCJ2 joint was significantly larger than that of the PPCJ1 joint and was even larger than the cast-in-place joint. This difference may be due to the inconsistency in the construction. However, the cumulative energy dissipation of each joint was approximately linear. Thus, the energy dissipation capacity of each joint was uniform with the displacement, and the joint energy dissipation was stable.
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结果 (简体中文) 3:[复制]
复制成功！
图23和图24显示，现浇节点左梁和预制预应力混凝土节点的累积耗能差异较小，PPCJ1节点右梁的累积耗能略小于其他两个节点。PPCJ2节点的累积耗能略大于PPCJ1节点。PPCJ2节点右梁的耗能明显大于PPCJ1节点，甚至大于现浇节点。这种差异可能是由于结构上的不一致。然而，每个节点的累积能量耗散近似为线性。因此，各节点的耗能能力随位移的变化是一致的，节点耗能稳定。
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